HomeMy WebLinkAboutPermit 6579 - Crosby Residence - Bedrooms Addition0
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3ONTRAGTOR R. L. Boillin & Associates Designers
PHONE 271 -7916
ADDRESS 12679 S.E.
169th Place,
Renton, WA PP 98058
WA. ST. CONTRACTOR'S LICENSE #
RLBOIAD099DN
EXP. DATE
3 - 15 - 92
ARCHITECT
• ' . "' y j ' FO'
BUILDING
OFFICIAL
PHONE
ADDRESS
I hereby certify that 1 have read and examined this permit and know the same to be true and correct. All provisions of lav
and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit
does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign for and obtain this building permit.
ZIP
v. , • ' . V 1 ..t, ' •' y ear 1 988
SETBACKS N - S - E- W-
FIRE PROTECTION: OSprinklers 0 Detectors E0 NA
UTILITY PERMITS REQUIRED? OYes ®No (: roug
ZONING:
BAR/LAND USE CONDITIONS?
O Yes xO No
:or (other than those noted on or attached to permit/plans)
• ' . "' y j ' FO'
BUILDING
OFFICIAL
DATE: 7A14 q
SSUANCE BY: ' � � .� _ _ ..4•
I hereby certify that 1 have read and examined this permit and know the same to be true and correct. All provisions of lav
and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit
does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign for and obtain this building permit.
SIGNATURE: ,4
DATE: S -6.-9 L
COMPANY: V. L. %t t..e1/41 • 44tAX, •V4. toitte-[ ,
PRINT NAME:_ . _. P`�ll s A. f....v.3
:ITY OF TUKWILA
)apt. of Community Development - Building Division
;300 Southcenter Boulevard, Tukwila WA 98188
206) 431 -3670
BUILDING
PERMIT NO.
)ATE ISSUED:
31
?ROJECTNAME/TENANT Crosb Jack & Lori
Jack & Lori Crosby
ADDRESS 4660 South 160th Street, Tukwila, WA
/SE ..4
LOOR_ i _
TOTAL
SQUARE OCC. SQUARE
FEET LOAD FEET
OCC. SQUARE OCC. SQUARE
LOAD FEET LOAD . FE
BUILDII3 PERMIT
(POST WITH INSPECTION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
.. .... ......w+. , .....
FEES
AMOUNT >:::: ACPT;#
252.00 8l f :: �i�»23 SI
>164.0
81•t
>8119:<
...............
4 =23 91:
DESCRIPTION
BUILDING PERMIT FEE
PLAN CHECK
BUILDING SURCHARGE
TOTAL»>
PLAN CHECK NO.:
91 -159
E A' SS
4660 S 160 St
SUITE 11
A U OFCONST'UC ON -
$ 22,500.00
TYPE OF • New Building IP Addition • Tenant Improvement (commercial) ■ Demolition (building) ■ Grading/Fill
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other:
DESCRIBE WORK TO BE DONE:
Add two bedrooms to a single- family residence.
COD E.'.COMPLIANCE
OCC.
LOAD
SQUARE
FEET
occ.
LOAA
243 -5395
ITO
I ` - 98188
TOTAL TOTAL
SQUARE FEET 000. LOAD
T h i s p e r m i t . s h a l l b e c o m e nt r l t and V o l d . i f t h s : w o r k i s not commenced. within 180 days front the delta of
issuance, or if the work is suspended or abandoned for a period of:180 days: from the last inspection.
ISSUED:
■y��ywy
I� M. A T:••
CONTACTED
--
L e E — T 'a
•
{ ;:I:r$: t:'f,.::$ �;.�i: t .. }:L ;., ^ .;ii; +..< Y:j!:::�:�::C!Sl,:
.,....: ........:..:. :;::.i�ER�� IRENNE�ITI��•: -• ".. .: ; .....:.....
� f:
CONS LTANT: Date Sent - Date Approved - •
tr BUILDING -
initial review
a � ) �25
�(
( ROUTED )
PERMIT EXPIRES
2nd NOTIFICATION
FIRE
4 ��
` " - . 4 — F FI IRE
PROTECTION: ( ) Sprinklers (1 Detectors J N/A
FIRE DEPT. LETTER DATED: �j- z V -', / INSPECTOR: S' /3'
r rh
INIT: iiL-
,17.. - t ', c .s — ,,, 1 , e /11 rru --+/
ZONING: BAR/LAND USE CONDITIONS? aim
No
PLANNING
��y / ��
REFERENCE FILE NOS.:
/
INI'
MINIMUM SETBACKS: N- S- E- W-
0"i
PUBLIC
ORKS
�� �.��
5 3 '
UTILITY PERMITS REQUIRED? (1 Yes (J No
PUBLIC WORKS LETTER DATED:
INIT: ( �
^ ?
(� r+ /.) S / '',r:;.. /44''' J /,'ry'./ ! a? /'r :7 ' �� ' .`; './ /'i /.i0
. )
- D O HER
INIT:
0 BUILDING -
final review
5--3-C1 I
5_6, --' '
TYPE OF CONSTR CTION: UBC ED TION (year):
1 198E
INIT: 7
PERMIT NO.
CONTACTED
--
L e E — T 'a
DATE READY
DATE NOTIFIED
..- n
PERMIT EXPIRES
2nd NOTIFICATION
BY:
(Init.)
AMOUNT OWING
3RD NOTIFICATION
BY:
(snit.)
r LAN CHECK
NUMBER
I - fSG
PROJECT NAME
REVIEW COMPLETED
SITE ADDRESS
BUILDINGWERMIT
APPLICATION TRACKING
JbK
L/(olpo S ((o3 �1
DEPARTMENTAL REVIEW
"X" In box indicates which departments need to review the project.
SUITE NO.
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans or summarized concisely
in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be tilled out by Plan Checker)
•fff
• 1t1tttt-„
..Itttit ttt ttt ltlt
TOTAL
TOTAL
0 LOAD
SITE ADDRESS SUITE #
44 (00 ..5% 11Q Si' '""S Q iC.w �I,A,
VAJUE OF CONSTRUCTION - $
.20Z, 5 O
PROJECT NAME/TENANT
- - / . CvLo ' .
ASSESSOR ACCOUNT #
X -0 z -z 304- c6'7c7 —vc)
TYPE OF U New Building Addition Li Tenant Improvement (commercial) U Demolition (building)
WORK: O Rack Storaqe 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
400 . a -e viA.s . 5 .A 51 sue:
BUILDING USE (office, warehouse, etc.)
1 S 1 +0-ew cse,
NATURE OF BUSINESS:
WILL THERE BE A CHANGE IN USE? La No 0 Yes If Yes, new building requirements may need tobe met. Please explain:
SQUARE FOOTAGE - Building: 5-5g IV Tenant Space: Area of Construction: 1;38 8 sy
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
ca No 0 Yes IF YES, EXPLAIN:
PROPERTY OWNER ^3 dc_ e_ . 1--Dvt-1 ■2--OS ay
PHONE Z L.
„ . 5 595 --
ZIP c b. ( $Q,
ADDRESS C4 w 5 , 1 O .. 5c,
CONTRACTOR . �-- . 1 LL��1 - -1�'`1 °G �eS \ co ,,, ,,, -
R
PHON
-
1 go
ADDRESS 12 -- c 5 IL , ti eu, --.e„r , w
ZIP `I805-
WA. ST. CONTRACTOR'S LICENSE # a idQ C2 , . I.
EXP. DATE 3/15../ 9 Z
PHONE
T Su.� a a„ ur ,z�
ADDRESS
ZIP
CITY OF TUKWIL4
Department of Community Development - Building
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
A.PPLICoO_N' .MUST'. Be
FILLED :O UT .,: >COIVIPL'E.T.EI..Y
= UILDING PERMIT FEE
PLAN CHECK. FEE
<;AMt9U.T>
BUZIWOMMINEI
MINEMMINNEUEMI
BIEBERNMEMEMIESI
DATE
DESCRIPT ON
PLAN CHECK C1 I — 1 sq .
NUMBER t 1
i; HEREBY;CERTIFY:THAT THANE READ.:AN . PPLICAT)GN
BE<. TRUE AND: CORRECT, AND I AIMt;AUTHOR ZED T0! APPt V PoR THIS PERNII ....::...:.:...:.:.:
DATE
BUILDING OWNER
OR
AUTHORIZED
AGENT
CONTACT PERSON
SIGNATURE
PRINT NAME f
DATE APPLICATION ACCEPTED
ADDRESS ('2(4 c1 S ((A,' 2L ,
BUILDING PERMIT
APPLICATION
Division
DATE APPLICATION EXPIRES
PHONE A11 -1914
CITY21P R iN c ( 804 .
PHONE c2.71 - t is .
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is
subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor
licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this
permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall
expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition).
No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 431 -3670.
o I
03/16/9 i
COMMERCIAL
NEW COMMERCiAL'BUILDINGS /ADDITIONS
Completed building permit application (one for each structure
Assessor Account Number
Two sets (2) of the following
Specifications •
Structural calculations stamped by a Washington State licensed
engineer
n Solis report stamped by a Washington. State licensed engineer
Topographical survey
E Energy calculations stamped by a Washington State licensed
• engineer or architect
Legal description
E Working drawings, stamped by a Washington State licensed
architect, which Include :
• Site plan
• Architectural drawings
• Structural drawings
• Mechanical drawings
• Elevations
• Civil drawings
• Lands art
Completed utility permit application one for entire project
E Six (6) oats of.civtl drawings .
NOTE See utility permit application and checklist for specific ut by
submittal requirements
Assessor Account ;Nu mber.
Twol2)aetogf.construotton p1a ta. wblch1nc1
`1 site plan
Orist eachitruoture
RACK
STORAGE
n Completed building permit application
•
E Assessor Account Number
Two (2) Sets of plans; which Include
E Building floor plan showing
• Entire space where racks will be loco
• Exit doors ;.
• Dimensions of all aisles •
Li Tenant space floor plan showing rack storage layout, aisles and
exits,
Nam Include dimensions of racks (height, width and length),
and exit ways: on plan
RESIDENTIAL
SUiIMITI'AL CHECKLIST
REROOF
n. Structural calculations stamped by a WashingtooState licensed
engineer (radt storage V and over)
NEW SINGLE-FAMILY DWELLINGS/ADDITIONS
tE. C ompleted building permit application (one for each structure)
Legal EaAssessor Account Number
0 Two sets (2) of working drerwIngs, which;incl.
L.ySite plan ---- a (Onplan show oboist hydrant
seceder.
t.- •'Foundation plan Include access t building, showing
( _:„Floor plan width and length of access.)
• ! oof plan
• Building elevations (all views).
v- Building cross-section
L.0-Structural framing plans
W ashington State Energy Code data
Completed utility permit application
l l . Six (6) sets of site plans showing utilities:
NOTE: Building site plan and utility site plan may be combined See
utility permit application and checklist for specific submittal requirements:
Additional topographical and soils information may required if unique
site conditions.
COMMERCIAL TENANT. jitMov EHT,
l l Completed qullding permh tepp Set on
Structural calculations stamped by a Washington State
engineer may be required if structural work is to be done (2
NOTE: 11 any uoilily worts is to be done,, aubmlf oepare utility permit
appilcadort and plans
Completed building permit application (one: far each stricture) • :.
Assessor Account Number ;;
Narrative describing existing roof, material being: removed, and
;material being installed ;;:
• NOTE A certification letter is required prior to final inspection and sign-
oft of thepermlt •
Ovaratl building plan
• Tenant location •
Use 01 adjacent (common wait) 'tenant
• Overall dimensions of building or square footage
Floor plan oi` proposed tenant space
Te nant space plan with use of each room ta bellod
• Extt doors,; egress paiterrts,
• New walls, existing wall, and walls to be demolished
Construction details
• Crass: sections showing wall construction and method of
for floor
• Woadon of tenant spate
drib arse pt>,posed: parking
• Lends
cape plan (it applioabla, l;e , change of uce •
and ceiing
ANTENNAISATELLITE DIt3HES
n Completed buliding permit. application,
C Assessor Account Number:
Two (2) sets of plans; which include .
Site Plan (showing building and location of antenna/sateilite dish)
Details antenna/setellite dish and method ot attaohment
Structural calculations •stertiped by a:Washington Effete licens
engineer may be required
RESIDENTIAL REMODE
C Completed buiicing permit application (one for each structure)
Assessor Account Number
Two (2) seta of working drawings, which include:
• S e t o
• Foundatigr
Roof plan •
• Building elevations ; (a11 views
• Building secton
• Structural framing plans
NOTE: If any utility work is to be done provide utility permit application
and plans must be submitted,
REROOFS
LI Completed building permit application (one for each structure)
:E Assessor Account Number
E Narrative describing existing. roof, •material being removed, and
material being installed
NOTE: A certfication letter Is required prior to fined inspection and sign-
off of the permit
CITY OF TUKWILA
6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE 4 /206) 433.1800 Gary L. VanDusen, Mayor
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
4 C I I
(9�1.
l oL .OD
4. 50
btujel-
ct,n4. Otpu_
L • V:
•
'roe :
ype o nspection:
.,(%/10..-0—
Specie nstructlons:
Date Wanted:
/
!
— c _ 9
m
Requester:
.111..-
Phone o.:
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
nspector:
Approved per applicable codes. ❑ Corrections required prior to approval.
I
❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Cog?
(206) 431 -3670
R IT O.
PROJECT: PL.
PERMIT NO. 1 ''7 9
SITE ADDRESS: 91pt' j R / 6 n Tom.
DATE CALLED: 7- /7 'l
TYPE OF INSPECTION: -/-Q,.17gitt, ,4,6tztule
DATE WANTED: 7— ( --GI /
SPECIAL INSTRUCTIONS: 7vo Ain DA.., '/y
REQUESTER: c1 `'�
d, ._- 'Pte.) 0,
PHONE NO.:
INSPECTION RESULTS /COMMENTS:
-JL t.�..9G4 e'r/✓ c,,....4.....Jl.o.-4 -n--.
( -c
U
INSPECTOR: / �-.C... -L.-
DATE: 7 - / i —//
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 431 -3670
INSPECTION RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
PRO JECT: C
PERMIT NO. f g
SITE ADDRESS:
SI i
DAT CALLED: 7- -
7 CO �l
TYPE OF INSPECTION: MI , ,4
DATE WANTED: 7- - m;
SPECIAL INSTRUCTIONS:
REQUESTER: A
PHONE NO.: ��
INSPECTION RESULTS /COMMENTS:
(A�- -- /'a
`�`-‘
CalieS=1.. c't_ A.,11........ou
r
11 ATC• 7 5 I
fro nof.Ti1Q. �". J 1 . _ JLI ► � y
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 431-3670
INSPECTION RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
1 PROJECT: 1,1 ,L, A
PERMIT NO. / .
SITE ADDRESS: c �i l
- / ON'
°
DATE CALLED: r
TYPE OF INSPECTION:
_9,,A. , , . . ,
DATE WANTED: ' J
.9 ( 4.:F1-
,. .
SPECIAL INSTRUCTIONS:
REQUESTER: ar : at
I
PHONE NO.: e.3 --- 43 9� j
INSPECTION RESULTS /COMMENTS:
--
1 '^ \
% - cs2-
, ,,,.)AAA �� Ar.
Ieanr% • nor P. vs. .
._ .- . .-- "7 / C ) Q 1
CITY OF TUKWIL.A
Dept. of Community Development - Building Division
Phone: (206) 431 -3670
INSPECTION RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
PROJECT:
1- ...11
a , v I
Le,�c. / 41,U.
--'
PERMIT NO. I -] i
DATE CALLED: . (0_: - . 21.5 - 9/
DATE WANTED: r , , - -Q
SITE ADDRESS:
/ I ` -- A
A
TYPE OF INSPECTION:
SPECIAL INSTRUCTIONS:
REQUESTER: /IA f 1
PHONE NO.: , -- C e"
INSPECTION RESULTS /COMMENTS:
1 .t .- I - -
,
.0
• �, ,
-
,, i . ;,,-, .., „- ,
4 /- .► _ .,
1 0
i
f
-
1 INSPECTOR:
.0C,i i„ .,
_ i " :4- --
DATE: (7-,.2...4-9i
4'411111/i'6 •
INSPECTION RECORD
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 931 -367
6300 Southcenter Boulevard - #100
Tukwila Washington 98188
PROJECT: d ,,-
PERMIT NO.
SITE ADDRESS: . r..2 _.� � or ,SC
DATE CALLED:
-
TYPE OF INSPECTION:
DATE WANTED:
9 qua
SPECIAL INSTRUCTIONS:
REQUESTER:
PHONE NO.:
INSPECTION RESULTS /COMMENTS: . -
.0e
INSPECTOR: 1. • ,,, _ ,, DATE: --
6--- ct 1
CITY OF TUKW1LA
Dept. of Community Development - Building Division
Phone: (206) 431.3670
INSPECTION RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
PROJECT: C(rP b3 ` Y
PERMIT NO. SI
:
SITE ADDRESS: 1 - ((MO 3 1 `OO
DATE CALLED: 5- (LI' q)
TYPE OF INSPECTION: r. 6 . .
SPECIAL INSTRUCTIONS:
DATE WANTED: 5's' -a 1 R
REQUESTER:
_.
PHONE. NO.: a 1 - " �? a 10
INSPECTION RESULTS /COMMENTS:
A l
0 d— A/ 0i.0:0 /
,/ef.oefro 3, S 4.0/17 0
-
9 ,4 frze A --z,z, i ..6
".. ,,,
__0, P --ro . Lr c
j
x r• <..4 7. F /? r e c /2/'
A
INSPECTOR: AP/J , c v4.fr v,,
DATE: 6
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 431 -3670
cv'.. INSPECTIO RECORD
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
PROJECT: . Ac l , . y
PERMIT NO. ( 5'
SITE ADDRESS: .) ) . ''
DATE CALLED: —
--- q
TYPE OF INSPECTION: d . � A IV 4
DATE WANTED: r' — /
SPECIAL INSTRUCTIONS:
„ Zteix.. -P---
REQUESTER:. "" ,
WI /.iIFillN .1 M ESMIT
rG ea,
PHONE NO.: 2 7 1
7
/
INS ECTION RESULTS COMMENTS: A
ta
�, s
,,
INSPECTOR: L- , / 1; � ._ Ge%
DATE:
('7 --/
CITY OF TUKWILA
Dept. of Community Development - Building Division
Phone: (206) 431 -3670
INSPECTION RECORD -46,
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
f X"
REQUIRED INSPECTIONS
Pt -ZONE
AP DATE
PROVED
INSPECT.
INITIALS
DATE(S)
CORRECTION NOTICE ISSUED
1 Footings
431 -3670
X
2 Foundation
431 -3670
3 Slab and/or Slab insulation
431 -3670
4 Shear Wall Nailing
431 -3670
,5 Roof Sheathing Nailing
431 -3670
6 Masonry Chimney
431 -3670
,
x
7 Framing
431 -3670
x
8 Insulation
431 -3670
9 Suspended Ceiling
431-3670
x
10 Wall Board Fastening
431 -3670
11
12
13
14 FIRE FINAL Insp:
575 -4407
15 PLANNING FINAL
431 -3670
16 PUBUC WORKS FINAL
431 -3670
x
17 BUILDING FINAL
431 -3670
(INSPECTOR COMMENT SECTION ON REVERSE)
CITY OF TUKWILA
Department of Community Development - Permit Center
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
DuILvI rcrt1vn 1
1NSPECT•N RECORD
(Post with Building Permit In conspicuous place)
BUILDING
PERMIT NO.
DATE ISSUED:
(2Siq
SITE ADDRESS:
4660 S 160 St
SUITE NO.:
PROJECT:
Crosby, Jack & Lori
CALL FOR INSPECTIONS AT LEAST 24 HOURS iN ADVANCE
INSPECTION PROCEDURES AND REQUIREMENTS
All approved plans and permits shall be maintained available on the site in the same location.
1. FOOTING - When survey stakes and forms are set and rebar Is tied in place.
2. FOUNDATION - When forms and rebar are in place.
3. SLAB - If structural slab or it underslab insulation Is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAILING - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place.
8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic
ventilation points clear.
9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing.
10. WAIL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G).
11.
12.
13.
14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements.
15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements.
16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements.
17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete.
OTHER AGENCIES:
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical — Washington State Department of Labor and Industries — 277 -7272
A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by
contacting the Department of Community Development, Building Division at 431 -3670. Although nOt
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses. �„�
DATE 5-- 9).
PROJECT NAME
ADDRESS
ARCHITECT OR ENGINEER SA/we-
CITY OF TUICWILA
6300 SOUTHCENTER BOULEVARD
TUKWILA, WA 98188
* * REVISION SUBMITTAL * *
CONTACT PERSON Co { 0 ° - r� PHONE O�'" �1 k�
PERMIT NUMBER 65 (If previously issued)
c
PLAN CHECK NUMBER 9 1 " IC 1
ro ti-3 vckA, c R "2x(d c t , J 7"S "'(b matt,,(-c-
' YT tc,)C 1-nu vte V-- P t L-t ca` T??d .J 1 c l S r ew(
TYPE OF REVISION:
2 o
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
•
Gpprru ?iezu ,dGett z
GA/11
RECEIVED
rrry OF TI IKWILA
MAY 1 3 1991
PERMIT CENTER
CITY OF TUKWILA
rc_uu SO( ?THCENTER HWULF.IA TUKWILA, WASHINGTON 981M
Plan Check #91 -159: Crosby, Jack & Lori
4660 S 160 St
PH,`'h.' # (2Mil 433- Hlnu
THE FOLLOWING COMMENTS APPLY TO AND BECOME THE APPROVED
PLANS UNDER TUKWILA BUILDING PERMIT NUMBER
1. No changes will be made to the plans unless approved by
the Architect and the Tukwila Building Division.
2. Electrical permit shall be obtained through the
Washington State Division of Labor and Industries and all
electrical work will be inspected by that agency (277-
7272).
3. All permits, inspection records, and approved plans shall
be posted at the job site prior to the start of any
construction.
4. Engineereed truss drawings and calculations shall be on
site and available to the building inspector for
inspection purposes. Documents shall bear the seal and
signature of a Washington State Professional Engineer.
5. Any exposed insulations backing material to have Flame
Spread Rating of 25 or less, and material shall bear
identification showing the fire performance rating
thereof.
6. All construction to be done in conformance with approved
plans and requirements of the Uniform Building Code (1988
Edition), Uniform Mechanical Code (1988 Edition), and
Washington State Energy Code (1990 Edition).
7. Notify the City of Tukwila Building Division prior to
placing any concrete. This procedure is in addition to
any requirements for special inspection.
8. All wood to remain in placed concrete shall be treated
wood.
9. Validity of Permit. The issuance of a permit or approval
of plans, specifications and computations shall not be
construed to be a permit for , or an approval of, any
violation of any of the provisions of this code or of any
other ordinance of the jurisdiction. No permit presuming
to give authority or violate or cancel the provisions of
this code shall be valid.
Gary L. Van Hosea, Mayor
c
PLAN REVIEW COMMENTS
Plan Check No.: " t 69 Project: "# � -► , `���� --
REQUIRED INSPECTIONS
No changes will be made to the plans unless approved by the Architect
and the Tukwila Building Division.
2. Plumbing permit shall be obtained through the King County Health
Department and plumbing wilt be inspected by that agency, Including all
gas piping (296 - 4722).
0 Electrical permit shalt be obtained through the Washington State Division
of Labor and Industries, and all electrical work will be inspected by that
agency (277- 7272).
4. All mechanical work shall be under separate permit through the City of
Tukwila.
0 All permits, inspection records, and approved plans shall be posted at the
Job site prior to the start of any construction.
6. When special inspection is required, either the owner, architect or
engineer shall notify the Tukwila Building Division of appointment of the
inspection agencies prior to the first building inspection. Copies of all
special inspection reports shall be submitted to the Building Division in a
timely manner. Reports shall contain address, project name and permit
number of the project being inspected.
7. All structural concrete to be special inspected (Sec. 306, UBC).
8. All structural welding to be done by W.A.B.O. certified welder and special
inspected (Sec. 306, UBC).
9. All high - strength bolting to be special inspected (Sec. 306, UBC).
10. Any new ceiling grid and light fixture installation is required to meet lateral
bracing requirements for Seismic Zone 3.
11. Partition walls attached to ceiling grid must be laterally braced if over eight
(8) feet in length.
12. Readily accessible access to roof mounted equipment is required.
Engineered truss drawings and calculations shall be on site and available
to the building inspector for inspection purposes. Documents shall bear
the seal and signature of a Washington State Professional Engineor.
Any exposed insulations backing material to have Flame Spread Rating of
25 or less, and material shall bear identification stowing the fire
performance rating thereof.
15. Subgrade preparation including drainage, excavation, compaction, and
fill requirements shall conform strictly with recommendations given in the
soils report prior to final Inspection (see attached procedure).
16. A statement from the roofing contractor verifying fire retardancy of roof
will be required prior to final inspection (see attached procedure).
All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1988 Edition), Washington State Energy Code (1990
Editbn),- and- Weshington-State-Regulations for BarrierFrtty Facifitq
-�cii3ioa}.-
18. All food preparation establishments must have King County Health
Department sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made by
calling King County Health Department, 296-4787, at least three working
days prior to desired inspection date. On work requiring Health
Department approval, It is the contractor's responsibility to have a set of
plans approved by that agency on the job site.
19. Fire retardant treated wood shall have a flame spread of not over 25. All
materials shall bear identification showing the fire performance rating
thereof. Such identification shall be issued by an approved agency
having a service for inspection at the factory.
Notify the City of Tukwila Building Division prior to placing any concrete.
This procedure is in addition to any requirements for special inspection.
21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8,
shall be special inspected.
All wood to remain in placed concrete shall be treated wood.
23. All structural masonry shall be special inspected per U.B.C. Section 306
(a) 7.
Validity of Permit. The issuance of a permit or approval of plans,
specifications and computations shall not be construed to be a permit for,
or an approval of, any violation of any of the provisions of this code or of
any other ordinance of the Jurisdiction. No permit presuming to give
authority or violate or cancel the provisions of this code shall be valid.
25. A Certificate of Occupancy will be required for this permit.
1.
Footings
2.
Foundation
3.
Slab /Slab Insulation
4.
Shear Wall Nailing
5.
Roof Sheathing Nailing
6.
Masonry Chimney
7.
Framing
8.
Insulation
9.
Suspended Ceiling
X 10.
Waif Board Fastening
11.
12.
13.
14.
Fire Final
15.
Planning Final
16.
Public Works Final
17.
Building Final
c
PLAN REVIEW COMMENTS
Plan Check No.: " t 69 Project: "# � -► , `���� --
REQUIRED INSPECTIONS
No changes will be made to the plans unless approved by the Architect
and the Tukwila Building Division.
2. Plumbing permit shall be obtained through the King County Health
Department and plumbing wilt be inspected by that agency, Including all
gas piping (296 - 4722).
0 Electrical permit shalt be obtained through the Washington State Division
of Labor and Industries, and all electrical work will be inspected by that
agency (277- 7272).
4. All mechanical work shall be under separate permit through the City of
Tukwila.
0 All permits, inspection records, and approved plans shall be posted at the
Job site prior to the start of any construction.
6. When special inspection is required, either the owner, architect or
engineer shall notify the Tukwila Building Division of appointment of the
inspection agencies prior to the first building inspection. Copies of all
special inspection reports shall be submitted to the Building Division in a
timely manner. Reports shall contain address, project name and permit
number of the project being inspected.
7. All structural concrete to be special inspected (Sec. 306, UBC).
8. All structural welding to be done by W.A.B.O. certified welder and special
inspected (Sec. 306, UBC).
9. All high - strength bolting to be special inspected (Sec. 306, UBC).
10. Any new ceiling grid and light fixture installation is required to meet lateral
bracing requirements for Seismic Zone 3.
11. Partition walls attached to ceiling grid must be laterally braced if over eight
(8) feet in length.
12. Readily accessible access to roof mounted equipment is required.
Engineered truss drawings and calculations shall be on site and available
to the building inspector for inspection purposes. Documents shall bear
the seal and signature of a Washington State Professional Engineor.
Any exposed insulations backing material to have Flame Spread Rating of
25 or less, and material shall bear identification stowing the fire
performance rating thereof.
15. Subgrade preparation including drainage, excavation, compaction, and
fill requirements shall conform strictly with recommendations given in the
soils report prior to final Inspection (see attached procedure).
16. A statement from the roofing contractor verifying fire retardancy of roof
will be required prior to final inspection (see attached procedure).
All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1988 Edition), Washington State Energy Code (1990
Editbn),- and- Weshington-State-Regulations for BarrierFrtty Facifitq
-�cii3ioa}.-
18. All food preparation establishments must have King County Health
Department sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made by
calling King County Health Department, 296-4787, at least three working
days prior to desired inspection date. On work requiring Health
Department approval, It is the contractor's responsibility to have a set of
plans approved by that agency on the job site.
19. Fire retardant treated wood shall have a flame spread of not over 25. All
materials shall bear identification showing the fire performance rating
thereof. Such identification shall be issued by an approved agency
having a service for inspection at the factory.
Notify the City of Tukwila Building Division prior to placing any concrete.
This procedure is in addition to any requirements for special inspection.
21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8,
shall be special inspected.
All wood to remain in placed concrete shall be treated wood.
23. All structural masonry shall be special inspected per U.B.C. Section 306
(a) 7.
Validity of Permit. The issuance of a permit or approval of plans,
specifications and computations shall not be construed to be a permit for,
or an approval of, any violation of any of the provisions of this code or of
any other ordinance of the Jurisdiction. No permit presuming to give
authority or violate or cancel the provisions of this code shall be valid.
25. A Certificate of Occupancy will be required for this permit.
CITY OF TUKW1LA
Department of Community Development - Building Division
Phone: (206) 431 -3670
PROJECT:
ADDRESS:
DATE:
cRfY7■l.i FZE tzE MOpEt_
4440 5 1 I 0 fit
ZSAP►2q 1
OCCUPANCY GROUP -'� S.�• 'oi(, .)eLLI h!C
TYPE OF CONSTRUCTION Vai N G
rI�
LOCATION ON PROPERTY 0 , �O
BUILDING HEIGHT /# OF STORIES
•
•
FLOOR AREA r9 �j,� L vPr OU
OCCUPANT LOAD
NAG
EXITING REQUIREMENTS
DETAILED REQUIREMENTS
OCCUPANCY
PLAN REVIEW it
be k.
TYPE OF CONSTRUCTION
PART V, CHAPTER 23, U.B.C. CON OF
W.S.E. �C�eG✓ZI ;(JI✓ ✓� � K �
CHAPTER 51-10, W.A.C. '4
1G (• fJ S 0
PLAN CHECK
NUMBER
6300 Southcenter Boulevard — #100
Tukwila Washington 98188
CO SI
NOTES
PREPARED EYE
S.4
DATE:
26402'9l
•••••••,......
1 1 1 1 1 1 1 1
-
1 1 1
LEGAL : /*we M 0: ' - re lykA)
c54 ijq or crr 5.e I/4 0 r 7.7..
1 1-'3 N. 1 te q. e vim-
ex -Mime iv fig Pr o r i4k#t"S1 //CF
0 e°7 ei4.5 1/o-i
/ Cc, WASJJA.49704
R.L.BOILLIN
&ASSOCIATES
DESIGNERS
PHONE 411-1citto
DrP4in by: _ satue) Date ATI_
Sheet of
Building
CO14fl nt •
Skylight
CB n9
009
insulation
(above and
bel OW •
rade
*or ver
Unheated
Space
Insulation
&semen
Floor
Total Keating Load (THL) in Stott
If electric divide by 3.413 for ttil. In coleus.'
• PART 11: SPACE HATING EQUIPMENT MING LIMITS
% owe qu pment Y
Ot
Mituuni Allowed EquiPment Size ,THL x V
Proposed Equipment Size (Output)
liter Floor Area
PO.Posed Equipment Size/Nested Floor Area
Qescription Including
U-valve or F
nq
•-er ws.3.
Ettuti :or . watts
iltuh 'or - watts
q0f.re feet .
Jtuh pr wati•i
IK10:toe , feet
, N1.7•110.10
HDR. Header over opening
Dew. Dishwasher
G .D. Garbage Disposal Unit
LINO. Linoleum
D .S. Downspout
RELO. Relocate existiq item.
REPLACeMENT. Replacing old item
w/ new same location.
SPL. Area between top of base
and bottom of upper cab.
PLY. Plywood
STHG. Sheathing
SUB. Subfloor
SHT.MTL. Sheetmetal
DEMO. Remove
SLAB. Floor will be concrete
STACK. Same as chimney
PITCH. Slope of roof
DR.HDR.propped header over an open-
. ing normally 14" down.
FL.HDR. Header is flush w/ clg.
CLG. Ceiling
FLR. Floor
H.C. Hollow core door
S.C. Solid core door
STL. STeel
BM. Beam
INT. Interior EXT. Exterior
AL.SL.Alum.sliding window
AL.SL.DR. Alum doorwall
D.H. Double Hung Window
CSMT. Casement window
GABLE Two sided roof
HIP Three sided roof
O .H. Overhang
W .C. Water closet (toilet)
W ,1. Water heater.
FURN. Furnace or heater
F.A.U.Forn.forced air unit
LAV. Bath sink
H.B. Hose bibb. F.G. Fuel gas
G.F.I.Ground fault interrupter
Air conditioner
Ceiling joist:BLK. Block
F.J. Floor joists
o/c on center:SEAL...itud up open'g.
with: HT.REG. Heat register
6 x3 ,Large number=feet,small no
=inches. 1st no.=horiz.dim.
2nd no.=vert.dimension.
EX. Existing: BRK. Brick
GALV, Galvanized.,
FL.LT. Fluorescent light
S.D. Smoke detector
N .T.S.Not to scale
INSUL.Insulation
D .F. Douglas fir.
C/B. Circuit breaker Panel
- EXPLANATION OF ARCHITECT SYMBOLS
4 ELECTRIC SWITCH
3 WAY ELECTRIC SWITCH
LIGHT
DOUBLE PLUG
220 PLUG.
ELEC.METER
SMOKE DETECTOR
EXHAUST FAN
TELEPHONE
SWITCH CONTROLLED O(JPLET PLUG
FL.LT.
HEAT LIGHT
FAN/LIGHT
FLUSH MOUNTED LIcErr
GAS ouTLET
HOSE BIBB
HEAT REGISTER
COLD AIR RETURN REGISTER
SYMBOL FOR FEET
11 SYMBOL FOR INCHES
EXISTING WALL REMAINS
EXISTING WALL REMOVED
NEW WALL
SuAr. WATT nth OPENING
, L.4
FOLLWING FOR ADDITIONS/DORMERS
THE FOLLOWING ITEMS AND SPECIFICATIONS ARE TO BE INCLUDED IN BID &
CONTRACT FOR THIS JOB. UNLESS OTHERWISE NOTED ALL LABOR & MATERIALS
SHALL BE INCLUDED AS PER THESE PLANS AND SPECIFICATIONS.
DE10
CONIC: ?Vito fitobol FOLIO)
UM BR:* ron.100t4prgY, - - -
BUILDER:
TxISTING CONDITIONS:
BUILDER TO VERIFY- ALL CONDITIONS
MASONRY: 4
INSULATION: pew.. ctkettu4
CABS/TOPS:
eii tz•%4N-PneA-0
CLEAN UP: %.1
MISC.ITEMS: •
'104..e) 41 / 4 4 dAA tlereig0
DOORS EXT. -re ( 44G bto•Stie. .1 Catf•40% *Plass '11 qv1/4,vd. 6,0
OORS: I NT.: 'F. a . 44./4
ELEC: efet 1\t1 ifri extve Wetote., p4A-v•tror z.cop
PLBG: 000 Ja4s- Lk.yr karreA0 a4ax firm hts.l.f.,
MATERIAL SELECTIONS: ALL SAMPLES OF BUILDERS MOST BE ACCEPTABLE TO
OWNER.ANY DEVIATIONS IN SELECTIONS MUST BE
APPROVED IN WRITING BY OWNER PRIOR TO INSTALLING
ROOFING: 26 tA-4:.40(4N-140
SIDING: 4:1140.4
GUTTERS:yelP
MASONRY: AO
upws: 4c 1544:
DOORS:INT: Vb. 01 4
DOORS: EXT: AL.4--
CABS: 6
TOPS:
MISC: 0
FOR ADDITIONS OR DORMERS ONLY: ALL iIA SON.AIME EFFORTS TO MATCH EXIST-
TNn CONDITIONS SHALL BE MADE BY BLDR, HOWEVER DUE TO EXPOSURE T()
WEATHER CONDITIONS OR UNAVAILABILITY OF PRODUCTS FINISH MAY NOT MATCH
EXISTING EXACTLY
OWNEP'S PLAN ACCEPTANCE AND APPROVALS:
RAVING READ & UNDERSTANDING THESE PLANS AND PHE ABOVE SPECIFICATIONS
WE HEREBY APPROVE THEM POR COMMENCEMENT OP CONSTRUCTION. 'NO VERBAL
AGREEMENTS SHALL BE A PART OF THIS AGREEMENT. ANY CHANGES OR ALTER-
ATIoNS IN THESE PLANS SHALL BE SIGNED BY BOTH OWNER AND BUILDER ON
A CHANGE OF CONTRACT FORM PRIOR TO ANY CHANGES. COPY TO OWNER. PLANS
WHEN APPROVED BY OWNERS & BUILDER BECOME A PART OF CONTRACT TO BUILD.
RorH P\RTIES TO THIS CONTRACT ACKNOWLEDGF A SIGNED COPY OF THESE PLAN
1 r 1111111111111111111111111111111
41
1
6
No:10 16!:.Thijiwttr-..
TUTS FORM .
•
1
•
zorits
Cda‘rwocvio Owitole
kn
6113''4v1"4"--
-
" 36$ 0.49i, turrrbizkirre,
egott."■71ibom51,4
SV g
FILE COPY
understand that the Plan Check approvals are
subiect to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of contractor's
mew of , appreved..peni acknowledged.
CITY OF TUKWILA
APPROVED
MAY 3 la 1
PERMIT CENTER
11 I - '2 - 31 1. 41 51
NO!
' high 11 . 1i1111 tiiiifi i lltilittil
W01004isss*444-0 $ sealaetASraNesesreaq
Door clef Mat
Y G;O►e mye1
VIMaiSttatpt 3
Si:teSaeiWI -ate
4 pct 14 beat NOR
2 Kra 1- loch . le
UMW
if s
MEI
F.11114
6. Sale plste to JOIN or .. ,.: ' face sell 1 . st 1r o.c.
I:12'
i4,1
3:12
iR
liall
7. Atphoh Stiesks
lid
Oar Type 15 Irk emptied
pet Soda, )203 (d) I A
One Type 11 attempt kb
sprit d pre S WOO 3201(0) A
}
1. Asbestos - Cement Shingles
10. Skit Sbihitts
1.12
•
One Type sZ a
prr Ration )201O) ( A
Two Type 15 or One Type
10 for applied pi, Section
(d) ) A
mem S ectiser HO (41 )11
taut e Tyr AIM wet.
3.23 1411H
GeeTyp Seca*Ilia
INITerimme
EIZO
!te>rrla.l(a
r lime es tub sod end • ate, tats oil 2 -14
li•` r a she . at lass moth .; feos skit 24e1
1. K thi ,loe3b4R -Tibt flM
a Curved
11. hs,nlorlie4 Fhb q
Coned
11 Wood SAa►iks
Swim �ttto" l203 0) l 17
11'tr Note
1 rev tANi.
N. 'arced SAates
i Wood *a d
u. WNvd Taste*
me ""An err at i
_ _.�.._._,.�.�
1 . toot 10 sin or tir&w toenail 3 id
..-.
e malt. **A each +m+t 2.40
.1.,.
3. 1` [ 6" sokflooz or less to each joist lace tai! a 2 -14
4. Willa thee I` s 6' *Woof to each jobs(. hoe Rail 344
5, rtnbiloor to •' er Eire Wad and fare mil 2 164
6. Sale plste to JOIN or .. ,.: ' face sell 1 . st 1r o.c.
I:12'
i4,1
3:12
10 *6ipl ai 471 `.toenai re
Mod, eat! mall
O. Double Nods, tea sail !86 $i24'' o.c.
iG. Dseble4 ii elites, face aal 16d'it, NS's .c.
11. "'optima, ia$t at4 ii +etyi0040its. fate Rai 2.164
ii. i e'lese< diR Mee plostis 164M!6'ere..
b
--- , to ate, lama! 4
.111.riilia7i:itr.
a. . bers4t to $aril. 4•id
linL Mai, ; • ore, - , fads Bait 3.164
• 3-164
l o •, .. joie) to n►1({ t ,;a
dra .........+..
► w . -.�.
i . ltsfteto its, t ttaetl 3••64
r lime es tub sod end • ate, tats oil 2 -14
li•` r a she . at lass moth .; feos skit 24e1
. { 161da
No. 16 .e
t • semi tom 104e124"o.e.
= ly a s Otet ei lei et 33"04:4
ts16 eFA�
1Sw fees a e
sola
euArw mooetNe lit. e.M• tlaf Mat
meow
*009 111.004
y'"a"'""
0:12
,
I: S 2
.
ApristAtw" to Clean SOUS Dire
e-mti1%bk 4t4 ranter pre 1203 (d) u, " i 2 ossatbk desk with rA
Noe- 4fW Rppfeied further to sots 1% sure foe1. 0(4000 3203 01
d
1. Fee s
3. Glee /Me Fats
4. Cap Sheets
S. Gravel -400 ibt. pct ■q.
4 . -100 ibs. per rq. 3
0:12
0:42
11111A
0:12
0:12
I:12'
i4,1
3:12
C each sheCt MA 20 km. pet sq. etp(sals es 20 lbs. pet sq. r
Pilch, Shiba )10) (d) 2
CentsM cacti sheet with 2S ibs. per to. asphalt. 4a114)1 1241 (d) 2
Cenae4M •011A 20 km_ per s4• e.phett, Sat(on 3203 (e4)
imbed 1,4011m. per sq. of ospital Or 700i. pee rq, of pitch l
Embed (a 491bs, pct sq. of asphalt at 7A Imo. per sq. of Omit
n.......
meow
23. piteeks 2. t6d at each b ng
�
24. Plywood anal ferlfr eard:3 .. � - i � -
46
t irbsf loot not end teas thtatWkg (to kesdagh
Wand las eds
1
.___._...�, ...- ..... .r.. - _.....- ..._,.
w.r
so
ose.9J4'
Cemb4 tstlo s arbs'lserwssdsrisysseek Ire beithti):
k► ate lki
lodse:tiko
04
V.-
OW-1W
100 of $44
U. Bala • Os areas(kygla
Ur ur
12 .
Vs'
3da
_
20. ribtlr$.a**kiseeietii' - . W - .
IA
N*. 11 is .
64'
No. 16 pA
Yiry2"
. { 161da
No. 16 .e
'1-...4W-
IMt
1
'•
J
i
8
10
{48
4
ii
12 .
INTERIOR IRONS
wits
throe rs- -itatY vm depe 4096 4T onto
$ x 4.1.4' min desp nosed)
I x 0 • t-r Rini deep *vetch
• Pores► of laud ',mining at notches re hoes end be mound
wood without ."tesa ve or remains Deepen*, cud► as
knots. Taming. crake. •teta slops of grater, ors
•
sire hole. 30% of meth
hose
wilds. heats
Nff - Nos Pneewaed iM--?b . sgedrer,ents
Kee too a ow h 3 fat specific details mad M cemstresece. ds4*a.t see, reseeeids, ee•roeR Weisman.
a1, drsiape sod reef eisma n. eaten ma teeming
Kra Settee )10) ON fst escsoM"a.
*Apparelled be '„ iii f ntl(rid isgsi td.
1 0e steps 7 :12 and ins. tiles "nth ias*Nk4 s sacee4ia$ 7.3 eh p, mom felt k.v • width as snow boo 16 (news army bow elm
(inmate Sear eilta i ameba Ops ettr ' ever Aa(s eea l may *Am* A moon* *Mes.creediag 7 :32.
*See % s Ne. ,2•A b i emotes se hero Gaper.
soe etares 7:12 end Inc lilt.* se Wart me48M ex :mast 7.5 pastas ti* Wan Taut Mute(? *WAN* r, isme tharls $6 Males psty #- -- the
boesor
t.
. PROVIDE TWO 2x10 HEADEIE EVER AND DOUBLE STUDS EACH SIDE OF ALL
CT` 1I�S IN STUD BEARING' WALLS NOT DETAILED OTHERWISE. .
5. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS
THROUGH FLOORS TO SUPPORTS BELOW.
10. ALL WOOD STUN WALLS SHALL HAVE LOWER WOOD ELATE ATTACHED TO WOOD
FINOWITIN NAILS AT 12" o.c. STAGGERED UNLESS SHOWN
OTHERWISE.
11. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED
T INIMUM S'!i NDAI OF THE UNIFORM BUILDING CODE.
12. PLYWOOD ROOF AND FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLAN
BALL B�E LA I) UP WITH FACE dRA /N PERPENDICULAR TO SUPPORTS AND
NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES AND OVER
STUn WALLS c ic* N ON PLANS AND @ 11 o.c. (10 " o.c AT FLOORS)
TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS
@ 16" o.c. AT UNBLOCKET ROOF SHEATHING EDGES OR INDEX 32/16
PLYWOOD. PROVIDE SOLID BLOCKING AT LINES OF SUPPORT AT FLOORS.
'OENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" o.c.
13. PROVIDE 2 - 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL
&THINGS IN STUD WALLS NOT DETAILED OTHERWISE.
14. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES.
::15. NOTATIONS N DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS
-C DEVICES REFER TO CATALOG NUMBERS OF CONNEC-
TORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO,
CALIFORNIA. EQUIVALENT DEVICE.; BY OTHER MANUFACTURERS MAY BE
SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAi)
CAPACITIES.
16. CONT CLR t3HALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE
r'J AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS
HAVE SEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
. CONTRACTOR SHALL BE RF't? c`Of'1g TA LE FOR ALL REQUIRED SAFETY PRECAU-
fN T ?THE METHODS, TECHNIQUES SEQUENCES OR PROCEDURES
REQUIRED TO PERFORM HI3 WORK.
18. CONTRACTOR INITIATED CN' SGES SHALL BE SUBMITTED IN WRITING TO THE
WANftEUT - AND STRUCTURAL ,E,tiGINBER FOR APPROVAL PRIOR TO FABRICA-
TION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL
NOT SATISFY THIS REQUIREMENT.
19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.
WITEIrTNDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR
CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL
BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE
STRUCTURAL ENGINEER.
1. NlEAUJi# ._LING R. UIR€MENT': UNLESS OTHERWISE NOTED, MINIMUM
AO -- EVCE W1TE TABLE 25 -Q OF THE UNIFO1
BUILDslw CODE
2. AT SAWN TENSER JOIST AREAS: PROVIDE SOLID BLOCKING AT BEARING
: -' M-DW E LJOISTS UNDER ALL PARTITIONS . PROVIDE
DOUBLE JOISTS EACH SIDE OF OPENt1NGS UNLESS DETAILED OTHERWISE.
3. PROVIDE DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL
+` '3ffiUS IN FLOORS • AND "OOFS UNLESS DETAILED OTHERWISE. COORDI-
NATE SIZE AND LOCATION OF ALL OPE":NG.S WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS .
WO.). FEEMINC , ETES
• PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL
UV1':R 8 IN HEIGHT.
TOENAIL JOISTS TO SUPPORTS WITH . 2 - 16d NAILS. ATTACH
XTVIT OOF EXCEEDING 8' -0" IN LENGTH TO SUPPORTS WITH
ST 292 STRAP EACH END.
1TTACH T3tt JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U"
ERE ML AL oIS ANGERS TO SUIT THE JOIST SIZE .
• INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND BEAMS SHALL EACH BE
ATAC D WITH 6 SPIKES AT 12" o.r. STAGGERED.
20." ' QOTINGS SHALL BEAR 014 SOLID UNDISTURBED EARTH AT LEAST 18" BELOW
Marrs TIDTACENT FINISHED GRADE.
21. DESIGN CRITERIA
ROOF LIVE LOAD 25 PSF
FLOOR LIVE LOAD 40 PSF
STAIR AND CORRIDOR
LIVE LOAD 100 PSF
MECHANICAL UNITS Weight: furnished by manufacturer.
WIND 80 MPH, EXPOSURE B
EAtTHQUAKE . .. Zone 3, IEEE E3
ALLOWABLE SOIL PRESSURE .... 2,000 PSF (Natural soils or compacted
fill)
e m i n
WEI
disarms
Saud .
SITEP{K)R WALLS
AND $tAMM V ALL.f
CUTTING, NOTCHING AND BORING OF STUDS
Section 251 fa) e a g
MAXI MLNS $13:1113 AS FOLLOnS:
Sorrel Notes- •asmrlorrt+n sea hole. 441% e4 .racer
! x4.1.4•(MOMS.hole
! a 8 • !.0 12P/140 111E hole
.d holm M double uwde - Ma+ek ant site ho4e in
double sM.4s-+1O% of winln. trio Hare Oen two a oinwrt
double Muds le be Doled.
!r4 +l.1'(2 11 . • 1 . dle. note
2 s t3 .3.9" I l •) des. hots
Ifetthes-- Mesknum deps►. 2R% of MS*
! x 4 • .1/17' 1'N') dntp 11443%
Ix 6 • 1.77• (gees") deep noses,
Bona ttolei•- Matermem
2x4.2.1 (2'S1
2*6•3x
STUD WALLS
ALL BEAMS
SIMPSON
1.
GENERAL BTRUC'TLEAleJ NOTES
(Tbe following apply' unless shown otherwise on the plans)
ALL MATERIALS AND WORKMANSA' SHALL CONFORM TO THE REQUIREMENTS
TH • RAW 1 N . ' E.,I dA'41'bNS, AND THE UNWORN BUILDING CODE.
2. STRUCTURAL DRAWI G SHALL BE USED IN CONJUNCTION WITH ARCHIT *CTU ►L
�iRAWI NGS iron BDDG AND CONSTRUCTIVE. CONTRACTOR SHALL *Alm
DIMENSIONS AND CONDITIONS rOR COMPATIBILITY AND SHALL NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
3. SHOP DRAWINGS FOR REINFORCING STEEL, GLUED LAMINATED NEMB1fi1SS AND
WER TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND
STRUCTURAL ENGINEER FOR REVIEW PRIOR TO .FABRICATION OF THESE ITEMS.
4. CO CItE E SHALL ATTAIN A 28 DAY STRENGTH . OF Pc •' 2,000 PSI AND
MI H L CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD
NOR MORE THAN 6 GALLOrJS OF WATER PER SACK OF CEMENT
ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIRrENTRAINED WITH AN
AIR ENTRAINING AGENT CONFORMING TO U.B.C. STANDARD 26E9. THE
AMOUNT SHALL BE 4% + 1% BY VOLUME.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 -76A, GRADE 40, fy r
- P .
WELDED WIRE MESH SHALL CONFORM TO ASTM A -185.'
6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS MD BENDS) IN
WWWEAME ANW) 111=83. LAP ALL CONTINUOUS REIN -
FORCEMENT 30 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS
AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR
2' -0" MINIMUM. LAP ADJACENT Nt?S OF WELDED WIRE MESH ONE FULL
MESH AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD
BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL
ENGINEER. .
7. CONCRETE PROTECTION (COVER)
FOOTINGS AND OTHER UNFORMED SURFACES,
EARTH FACE 3
FORMED SURFACES EXPOSED TO EARTH (i.e.'
WALLS BELOW GROUND) OR WEATHER ( #6 EARS OR LARGER) 2"
( #5 BARS 'OR SMALLER) 1-.t /2"
SLABS AND WALLS (INTERIOR FACE) 3/4"
8. STRUCTURAL 'TEEL, INCLUDING PLATES AND ROLLED SHAPES,
WASfM A 57 'E 36 KSI.
BOLTS SHA'.L CONFORM TO ASTM A307.
:5fZ
4/02T c''.- .Eh'Tee4 --_-
t57a.P
) 8d A 4ce/ ---- --
L%YO t PArfewil
P /r46r2N, LE7 /N --
evTACOE 0.4a/1 „
.6eVR 9AL/4 -0f5 1 :Q "
,4 /MUM 4 ..
(2) c9 d /►{s; /L ' PAW 57ZIP
FOR REINFORCING STEEL SHALL 13F AS
:=•qua ,, b /X- = •, 7
,V41. ( �d Ni4 //.
S C r. /, ,�Y><" ✓ Se, t ..r
#Y1+«. • l 2N TR /c 7 /0/Y
TABLE NO. 3i•s- •ROOF COVtfINO APPLICATION
•
SHALL CONFORM
•
VA f/M LEI"
r
CAL
SHAW.,$E PASRXCATED IN CONPORNANCE WITH
10 AND 25 Mai Nomos4 4NALI. BEAR AN
• AITC 1DENTIFZCATIOW MARK,AOD SHA .ii 3E AC'COMPA,NIND. BY° AN.. AtTC
CIRT1 Old' detororowcz. ALL BED SHALL EiE DOUGLAS FI
CQNBZNATION 24F-V4 FOR' SAMPLE SPANS AND 24F •V8 FOR CANTILEVER
OR CONTINUOUS SPAN EXAMS., Fb st 2,400 PSI, Fit as 165 PSI. NO
CAMBER
LAMI-NATEE
10. FRAMING L EA�R SHALL BE GRADED AND MARKED IN CONFORMANCE WITH
• . • " ti. • ARD GRADING MULES FOR WEST COAST LUMBER NO.- 16,
Limn. EDIT /OEI . FURNISH TO '! RE FOLLOWING MXN1$tJ14 STANDARDS:
ISTS ( INCLUDING 2X6 AND
-. LARGER MEM SERS USED AS
STUDS AND PLATES)
BEAMS AND STRINGERS
POSTE AND TIMBEEE
STUDS, PLATES AND MI C.
- 17 - 614W
TOP AND BOTTOM PLATES AT
11. PREF RICATED WOOD ROOF TRUSSES SHALT EE DESIGNED BY THE MANUFAC-
TUIL .0 DANCE wrT" TPE ' •SIGN SPECIFICATION FOR METLL PLATE
CONNECTED WOOF: i 4 7.:SSEE , PI -78" BY THE TRUSS F A rib INSTITUTE FOR
THE SPANS AND CONDITTON4 SHOWN ON THE PLANS.
WOOD >?',PRUSSES SHALL UTILISE APPROVED C( VECTOR PLATES (GANGNAIL OR
EQUAL) . FURNISH SHOP DRAWINGS AN.!. CALCULATIONS ( COY? LETE
WITH STRESS DIAGRAMS) FOR APPROVAL PRIOR TO FABRICATION. SUBMITTED
DOCUMENTS SHALL BEAR "HE STAMP OF A REGISTERED PROFESSIONAL, ENGI-
NEER, STATE OF WASrlilvGTGir;. PROVIDE FOR SHAPES, BLARING POINTS,
GIRDER TRUSSES, INTERSECTION1, HIP AND VALLEY FRAMING, ETC. , S'4OWN
ON THE DRAWINGS. PROVIDE FGR ALL TEMPORARE AND PERMANENT TRUSS
BRACING AND BRIDGING.
12. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL
IN ' CONFORMANCE WITH U.S.C. STANDARD NO. 25 -9.
SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING
REQUI REMENTS .
13. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO
TiirEINTRUFrSTANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM
NAILING, UNLESS OTHEWISE NOTED, SHALL CONFORM TO TABLE 25 -P OF
THE UNIFFORM BUILDING CODS.
14. ALL WOOD PLATES AN B LOCK IN CN DI `'CT CONTACT WITH CONCRETE SHALL
A El:C NA} ',t'PROVI ' PRESERVATIVE.
bee d
X0110/
(a) 4346m on*
Kea. ®R Aeroo
(.9) goof E; ' .oi✓,
emagt 4 /I
(0) /dui eNL9 Nos. . -.--
'rYi' ' AL. ‘40,•=6. V
' f' /N
-,. fRitol /1far e App.
N 40# .414- i 44 6
a/47A 6 'a // /6#
)w ed Ni1/1.6
erg P. //1k$
AA' .' /L.L. i•N�/' �. 1 /('1
tow*
2X i ki
kw cat ..�r . e
/'". /M, .4N FCC
APP T /C/ /?AL. froVenwr
_ L
TAM NO. asw
ERE
HE1,1- ,T R NO. 2 0R` DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRESS,
fb na 1,010 PSI.
DOUGLAS FIR NO. 1, MINIMUM BAS IC
DESIG STRES:S., 'fb ea 1 , 350 PSI.
DOUGLAS FIR NO. 1, MINIMUM BASIC
DESIGN STRESS, fc E 1,000 PSI
DOUGLAS 1PIR ')P HEM -FIE STANDARD
GRADE
DOUGLAS FIR CONSTRUCTION GRADE
I
1 I
i ■iiil ■ICI
I�Il�l�lil
Nitlllll 'BOOS, AND MATERIAL SPECIFICArzONlS
*TEED It in corffliat with notes on pions, blest r.st,tative rsqutcament would govern.
•3 x 4 tight frDairet to be stud geode
Joists and ratters to be No. 2 '
'caul, set ingecs and headeco to be No. 1
Posts ani tabors to be No. 1
Oleles. otherwise speoiti.a, .4.14»r shall be O'•glas Fir art:) shall conform to
Stsmdacd Me. 14 ( kV w and Oressi.*. .calla.
hoot plywood min. ext. glue 7-Ant 22/16, / in. ext. credo at eaves, carports, patios.
Plywood oubliette to be under lament grade or C-C plugged, Grp. 2 or 3. j6 G sin.
5/4 in. Where trolling lumber ae in contact with or lees than lb• from cam use
RRdw;od or pressure treated Go;talas Fir. All nailing to comply with this U.S.C.
Usa galvanised it nails for all exposed eater lac nailing Table 25 - F.
Lap double top pirate 41' minim'. Use 1/S" xis' wide mwseal_strap ties whore plates
are tntecrupte4,._.
1 x 6 let -in diagonal braoinq it corners .nd every 23 lineal feet (max.) aroma •
intetler walla wherever possible. bracing for lat floor of 2 story building, shall by
plywood sheer panels Der Sect ifs s 25 -0-3 U.D.C.
Lath and plaster to "amply with the U.? C. Chapter 47.
Provide Dotal water ¢ able (base screed) par U.B.C. 4706.
Appreved flashing oVer all ewte.io openings.
Sills to be foundation ;yaade Redwood or treated Douglas fir.
Use approved joist bangers where hangers noted
Fire blocking at mid - height between ceiling and floor as required by the U.B.C.
Top of 411 footings to be minimum of 6" above finish grade.
Provide 2" said blocking at soffits, stovers, points under or
ceiling Joists at mid -span or at 6 max.
All header joists _over 4' and tail joists over 12' to be supported by approved
ha4+l9lI• .
Dalton Ft frame all end walls atsr. 'slecoofwhe :a_ exposed beams _ar._used.
?felonry work to comply with the U.D.C. Chapter 24.
Ube rafter ties in lower 1/3 of attic area at 48' o.c. where ceil'ing joists are not
poraleL to rafters.
Bitters to ba braced to belts ing partitions. Minimum angle of purlin brace shall bo
4S degrees fr header.
Ceramic tile all tub and shower compartments over 2 coats of Portland cement plaster,
felt and wit. reinforced, 6' abor3 Zloor minimal or approved fiberglass unit.
Fire warning syst.m to be prov(dee with approved detectors of products of combustion
other than heat contorninq to 0.6.C. Standard.
All glass light:a within 18" od floor and glass doors and wall panels of bath tub and
shower enclosures akall be laminated, fully tempered, or wire glass. All glass within
tubs and showers to be tempered All glass within 12" of door to be tempered.
All written dimensions shall take precedence over sealed dimsn•iona.
All work shall conform to the current edition of the Uniform building Code.
All concrete work shall conform 'es the U.B.C.
Concrete mix shall be 113:4 with 71/4 qa water maximum per sack of cement and shall
attain an ultimate corspressive strength of 2000 p.s.i. 4 28 days. Use Type V cement.
vapour barrier material *hail be polyethylene firm (Vtaqusen or *qv.) and shall be
placed under all house slabs. Omit barrier at garage slabs.
Foundation bolts shall be it' x 10" AB - into concrete 12• from oor.sers and 6 6'0•
o.c maximum or as shown on plan.
Mere wood post is in contact with concrete, use 1/16' thick corrosive resistant base
plate, and six inch minimum above grade.
Insuilation min. R -I ( )oratorios walls, R -ja all roof /ceiling assemblies.
All glaring to be per U.S.C. Section 5406.
.'.�.�.. w- •. ..CIA : :.`.. - - -'.•. _ �. '1
•
DUCT OF ANY �• -
fATt.RtAl TOTALLY ' • .
sorFI T O !ie" •
••
Rot •I" PJLSrER40AR8
NON
at supports, floor and
. APPROVED METHOD
.t1.G $CHEIRILE
TAM !At 2'.I4 'F, .4 ram MD *NA. '15Mb' LII.-- 141141114.411
- �i>db1NTS r
flmUets mewl axiditi.ne st tro4 madams me found. footia$4 end Weada*ioss *albs
bs
ei tessi d M Swift 2907 (sk
rn. rre mkt Olt Naar way beoat:ays*ed M tee elevati o attMe top Mu lso'.(n$.
CMS iTr9y ! melba SIRS.* to Om b! opidale4 aerobes °M oen. Fooad Nom
alqpdllios so41 attic s1 Ik a4 tapit 4 let suppecame on kat
1 11111'111' 111 '1 '111'111'111'11 3 11'111'111' 111' 1111111 '111111111111111'1I1'1I11 1111111111
2 4 5
No.18 &`":".."
1 Ei T I T 01�1 6, 8 1. 9 5 l
iiii iIII IIIIIIiii Iill�llli ►11f1illl IIIIIIIiiIIIIIIIIii 1111 IIIIIIIIIIIIII 1111 ?III 111111111 IIIillill IIIi11111
w3
?III
1
11011111
Cantinas It Takao frt r. 25-Q, Nailing Schedule
ICamense er maw malls m*y M wed except .here ettetiw(ss stood.
newsmen ec deemed Act.
)C.maaoa
4Defer+esd *oak.
3Nil s 4:lscsd st 6 iec)+es RR :to ter aiedge*. 12 inches as isterrusdtaae sxppasa (10 ha*hes at
PI Mete. bitetesedisc t flwts) e 6 was of sit whin tom we 44 M*
goose 2 it It ), f ly mall t or calks. • # f Id
adage using sails eenforasieg i. the impose sense d 3sesias 1516
({I 1
'Femmes *seed 3 inches os mar ag ext erkm diet sad 6 inches ore steaiee a *era isadiase
ices xisiaas roosts sails with tfre•ias).•dia•eekter had. and (L4 *A fo
•isch katr 1t2•
� s • •taAbol and lk4•iedt beg* lee ssru•isch shese isli cesdst&* Ja Ore tsgwrs-
a.asxs • Sawa 25160)1.
AfCeasstion•rsdss*. maples wMA atimiaal lne Mae asst [Ia•iach knish !ct V2. barb
as+d 11 k.gth Ste 7742.106 saaaik ii MaiorMb � d
ti so Ms e
� 16�1.
APP
• GL -+fps 5/8t swot..' "s- W al S.. 11.Z L VIO.Fv.sVA..
U e•$ 446 y'i !► OTEEE o tEl w E'
DUCTS IN GARAGES OF SINGLE FAMILY DWELLINGS
SECTION 50S(0) EXCEPTION #4 U.B.C.
• t,.m.rv*•e1 'f`itzwAt rstllh
•towLe
►1
DUCT OF ANY MATERIAL
AGAiNST FRAMING WiTH
CEILING ANOiOR WALL
PROTECTION BUTTED TO IT
OUCT OF
'. MINDM44i
26 GUAGB
: STEaL
3 SUSPENDE
TOTALLY
iNSIOE
CEILING/
PROTECT(
CITY OF TUKWILA
APPROVED
2 x 501,.10 BLOCKING (EXCt(PT JOISTS
AAt NAILED TO HEAOIEA. MNO
GRAN JOIST ON TO AN ADJOINING
!UOQRtBY APP(yOVt1O},tp :
8 71 ll wI A
2 3 1991
ITCENTER
11
•
FIREPLACES
ut4 4
t
WINDOWS
DOORS
FACED INSULATION
CAULKING AND SEALING OF
JOINTS AND PENETRATIONS
'RECESSED LiGurs
HEATING SYSTEM DUCTS
WOOD STOVES
EXHAUST FANS.
INDOOR AIR QUALITY
TARGET MR CHANGE RATE ag .35 natutsJ air changes per hour.
PHESfi:IFtiPrTIVE MEASURES
Tested infiltration rates: swigging doors: .2
cfm/list ft crack sliding daon:.25 cfm/ft2 Test
standard: ANSI/ASTM 1238 -73 @ 25 mph
wiridspeed.
At mudsill; @ window /door rough
openings; @ exterior wall sole Oates; @ rim
joist seams; @ utility penetrations in walls.
floors. gs; ® ceiling joints and
penetroiont
No recessed lights in vaults. In fiat ceiliegs. I.C.
(insulative cover)•retod units are allowed
@1/400 ft of ceiling. .
Sealed at all joints and seams. R -11 insulation in
unheated spaces. .
1ightlfittingdr t; outside cornbu3tioo sir
supply directly tothe fuebbx; tight - fitting.
accessible Gamper.
6 in outside combustion air intake direct to
firebox; tight•f wing. accessible damper.
Bath farts @ 300 cfm rninimum and kitchen fans
@ 100 cfm minimum; back draft dampers,
timers or dehumidistat crewels.
St:mciurai conp/atnt fxmaldehyde standards;
radon mitigetlon reparation; ventilation syate
with or without heat recovery. Sec Super GOO
.. • 3 10 And
Tested Infiltratitv1 rates: .3 cfm/lin ft Sash or less
Test standsrd: ANSI/AST&t E283.7? 25 mph
wiadspeed.
*KAtsut.o•tk
, Io141UR
£xreRIoF. ": ig�•Klt�
t5fro .oWGRAt l
f4M L/ D
relt erect I44ULKtON
EXTERIOR PLACEMENT
TiP ..
irIGURE 4.A
THERMAL STORAGE
Monolithic Slab Insulation
FIGURE aE
Below-Grade Wall/Slab
Perimeter insulation
Moors Over Unheated Crawlspaces
txeRntt.o sierlr
AIR TIGHTNESS CHARACTERISTICS
War arnra
�CI. "UfiiJr - +R t•- tt' /1T7fi'leZ
PL.YIN000 FLOOR
INTERIOR PLACEMENT
i$lURE. riAgitIER,
R• -19 Wall
TYPICAL FRAMING AND INSULATION
R-19 Wall .
OPTIONAL FRAMING AND IiNSULATiON
WALL a i t� a UtATIOP4
-- -lq IrlegFatAS4
t N q o. mo B rot
._ .. It tx'WAGigD i• 4 1
.
VI
cti ' _ P. Ni VAPOR. Weft
Vaulted Ceiling Ventilation
SKIP SHEATHING
I ,I, out*"
Basement Wall/ Floor Insulation
INTERIOR BATTS
�s �q •
AI t' _ . 11
4 1
met Boxes And
Insulation
Basement Wall / Floor insulation
EXTERIOR PLACEMENT
X I 4 51 6
T I i 6
iiii�i1 iliillii!IlII1111
1
3
1111
No.18 e`"
Illlllli
1 IIII1IIiilllllllli
3'
•